TWI609803B - Bumper beam and vehicle for vehicles - Google Patents
Bumper beam and vehicle for vehicles Download PDFInfo
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- TWI609803B TWI609803B TW105101740A TW105101740A TWI609803B TW I609803 B TWI609803 B TW I609803B TW 105101740 A TW105101740 A TW 105101740A TW 105101740 A TW105101740 A TW 105101740A TW I609803 B TWI609803 B TW I609803B
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- Prior art keywords
- bumper beam
- intermediate plate
- vehicle
- vertical wall
- load
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- 229910052751 metal Inorganic materials 0.000 claims description 10
- 239000002184 metal Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000005452 bending Methods 0.000 description 43
- 238000010521 absorption reaction Methods 0.000 description 31
- 230000000052 comparative effect Effects 0.000 description 26
- 238000004088 simulation Methods 0.000 description 13
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 8
- 238000005304 joining Methods 0.000 description 6
- 238000013001 point bending Methods 0.000 description 6
- 238000005336 cracking Methods 0.000 description 4
- 230000003111 delayed effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- PXHVJJICTQNCMI-UHFFFAOYSA-N Nickel Chemical compound [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000004049 embossing Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229910052759 nickel Inorganic materials 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60R—VEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
- B60R19/00—Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
- B60R19/02—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
- B60R19/03—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects characterised by material, e.g. composite
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60R—VEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
- B60R19/00—Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
- B60R19/02—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
- B60R19/18—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects characterised by the cross-section; Means within the bumper to absorb impact
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60R—VEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
- B60R19/00—Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
- B60R19/02—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
- B60R19/04—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects formed from more than one section in a side-by-side arrangement
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60R—VEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
- B60R19/00—Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
- B60R19/02—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
- B60R19/18—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects characterised by the cross-section; Means within the bumper to absorb impact
- B60R2019/1806—Structural beams therefor, e.g. shock-absorbing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60R—VEHICLES, VEHICLE FITTINGS, OR VEHICLE PARTS, NOT OTHERWISE PROVIDED FOR
- B60R19/00—Wheel guards; Radiator guards, e.g. grilles; Obstruction removers; Fittings damping bouncing force in collisions
- B60R19/02—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects
- B60R19/18—Bumpers, i.e. impact receiving or absorbing members for protecting vehicles or fending off blows from other vehicles or objects characterised by the cross-section; Means within the bumper to absorb impact
- B60R2019/1806—Structural beams therefor, e.g. shock-absorbing
- B60R2019/1813—Structural beams therefor, e.g. shock-absorbing made of metal
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Body Structure For Vehicles (AREA)
- Vibration Dampers (AREA)
Description
本發明,是有關於車輛用保險桿橫樑。進一步詳細的話,有關於汽車用的保險桿橫樑。 The present invention relates to a bumper beam for a vehicle. For further details, there are bumper beams for automobiles.
在車輛的保險桿的內側,設有保險桿橫樑。其是為了將衝突時的衝突負荷負擔在保險桿橫樑,確保車輛的安全性。尤其是,在汽車等中在前面衝突時大的能量會發生。另一方面,近年來,若從CO2的削減及燃料的比消費量的提高的觀點,被要求將保險桿橫樑輕量化。為了實現保險桿橫樑的輕量化,有必要將保險桿橫樑的板厚變薄,且提高保險桿橫樑的強度。 On the inside of the bumper of the vehicle, a bumper beam is provided. It is to ensure the safety of the vehicle by burdening the bumper beam during the conflict. In particular, a large amount of energy occurs in a car or the like in the event of a front collision. On the other hand, in recent years, from the viewpoint of reduction in CO 2 and improvement in specific consumption of fuel, it is required to reduce the weight of the bumper beam. In order to reduce the weight of the bumper beam, it is necessary to thin the thickness of the bumper beam and increase the strength of the bumper beam.
為了提高保險桿橫樑的強度,具有藉由補強構件而被補強的保險桿橫樑(例如日本特開平7-309184號公報(專利文獻1)、日本特開平6-328988號公報(專利文獻2)及日本特開平6-171441號公報(專利文獻3))。 In order to increase the strength of the bumper beam, there is a bumper beam which is reinforced by a reinforcing member (Japanese Patent Laid-Open No. Hei. 7-309184 (Patent Document 1), JP-A-6-328988 (Patent Document 2), and Japanese Laid-Open Patent Publication No. H6-171441 (Patent Document 3)).
在專利文獻1所揭示的保險桿橫樑中,在藉由被接合的複數構件而形成的箱形的空間,配置有補強構 件。補強構件,是沿著車輛的前後方向。由此,與習知的保險桿橫樑相比,保險桿橫樑的強度是同等,且,可以實現輕量化及低成本。 In the bumper beam disclosed in Patent Document 1, a box-shaped space formed by a plurality of joined members is provided with a reinforcing structure. Pieces. The reinforcing member is along the front and rear direction of the vehicle. Thereby, the strength of the bumper beam is equivalent to that of the conventional bumper beam, and weight reduction and low cost can be achieved.
在專利文獻2所揭示的保險桿橫樑,是形成箱形剖面,在其箱形剖面的內側具有補強構件。補強構件,是沿著車輛的上下方向。因此,負荷是朝車輛的前後方向施加時,朝上壁部及下壁部的外側的變形被抑制。由此,保險桿橫樑的強度可提高。 The bumper beam disclosed in Patent Document 2 has a box-shaped cross section and has a reinforcing member inside the box-shaped cross section. The reinforcing member is along the up and down direction of the vehicle. Therefore, when the load is applied in the front-rear direction of the vehicle, the deformation of the outer side of the upper wall portion and the lower wall portion is suppressed. Thereby, the strength of the bumper beam can be increased.
在專利文獻3所揭示的保險桿橫樑,是將帽子形的沖壓成形品組合而形成箱形的剖面,在其內部空間具有補強構件。補強構件,是沿著車輛的上下方向。由此,保險桿橫樑的強度可提高,且,保險桿橫樑的變形被抑制。 The bumper beam disclosed in Patent Document 3 is a cross section in which a hat-shaped press-formed product is combined to form a box shape, and a reinforcing member is provided in the internal space. The reinforcing member is along the up and down direction of the vehicle. Thereby, the strength of the bumper beam can be improved, and the deformation of the bumper beam is suppressed.
[專利文獻1]日本特開平7-309184號公報 [Patent Document 1] Japanese Patent Laid-Open No. Hei 7-309184
[專利文獻2]日本特開平6-328988號公報 [Patent Document 2] Japanese Patent Laid-Open No. Hei 6-328988
[專利文獻3]日本特開平6-171441號公報 [Patent Document 3] Japanese Patent Laid-Open No. Hei 6-114141
但是在專利文獻1的保險桿橫樑中,在從車輛的側面側所見的剖面中,沿著車輛的前後方向配置有補 強構件。因此,負荷是負荷在保險桿橫樑衝突時,補強構件不易抑制上下的壁部的彎曲。因此,將保險桿橫樑更高強度化是困難的。 However, in the bumper beam of Patent Document 1, in the cross section seen from the side surface side of the vehicle, the compensation is arranged along the front-rear direction of the vehicle. Strong components. Therefore, when the load is a collision of the bumper beam, the reinforcing member is less likely to suppress the bending of the upper and lower wall portions. Therefore, it is difficult to increase the strength of the bumper beam.
在專利文獻2及專利文獻3的保險桿橫樑中,在從車輛的側面側所見的剖面中,因為配置有沿著車輛的上下方向補強構件,所以上下的壁部的變形被抑制。其結果,抑制壁部的彎曲的效果可預期。但是,衝突負荷被負荷的面因為容易變形,所以保險桿橫樑的能量吸收效率的提高被限制。 In the bumper beam of Patent Document 2 and Patent Document 3, since the reinforcing member is disposed along the vertical direction of the vehicle in the cross section seen from the side surface side of the vehicle, deformation of the upper and lower wall portions is suppressed. As a result, the effect of suppressing the bending of the wall portion can be expected. However, since the surface of the load is easily deformed due to the load, the energy absorption efficiency of the bumper beam is limited.
本發明的目的,是提供一種能量吸收效率高的車輛用保險桿橫樑。 An object of the present invention is to provide a bumper beam for a vehicle having high energy absorption efficiency.
本發明的實施例的保險桿橫樑,是具備:第1構件、及第2構件、及中板。第1構件,是包含天板部、2個縱壁部及2個凸緣部。2個縱壁部,是與天板部的兩側部各別連接。2個凸緣部,是與2個縱壁部各別連接。第2構件是板狀,被接合在第1構件的2個凸緣部,將至少2個凸緣部彼此之間關閉。中板,是被接合在第1構件的2個縱壁部,在由第1構件及第2構件所形成的空間內,與第2構件接近平行地配置。第1構件及第2構件之中第2構件是朝向車輛的外側被配置。 A bumper beam according to an embodiment of the present invention includes a first member, a second member, and an intermediate plate. The first member includes a ceiling portion, two vertical wall portions, and two flange portions. The two vertical wall portions are connected to the respective sides of the ceiling portion. The two flange portions are connected to the two vertical wall portions. The second member has a plate shape and is joined to the two flange portions of the first member, and at least two flange portions are closed to each other. The intermediate plate is joined to the two vertical wall portions of the first member, and is disposed in parallel with the second member in a space formed by the first member and the second member. The second member of the first member and the second member is disposed toward the outer side of the vehicle.
本發明的保險桿橫樑,是能量吸收效率高的車輛用保險桿橫樑。 The bumper beam of the present invention is a bumper beam for a vehicle having high energy absorption efficiency.
d1‧‧‧第2構件及中板之間的間隔 D1‧‧‧Interval between the second member and the middle plate
d2‧‧‧天板部及中板之間的間隔 d2‧‧‧Interval between the slab and the midplane
h‧‧‧第2構件及天板部之間的間隔 h‧‧‧Interval between the second member and the slab
L‧‧‧保險桿橫樑全長 L‧‧‧ bumper beam length
P‧‧‧衝突負荷 P‧‧‧conflict load
X‧‧‧縱壁部的端部 X‧‧‧End of the vertical wall
1‧‧‧保險桿橫樑 1‧‧‧ bumper beam
2‧‧‧第1構件 2‧‧‧1st component
3‧‧‧第2構件 3‧‧‧2nd member
4‧‧‧中板 4‧‧‧ Medium board
4a,4b‧‧‧端部 4a, 4b‧‧‧ end
5‧‧‧天板部 5‧‧‧Surface Department
5a,5b‧‧‧兩側部 5a, 5b‧‧‧ both sides
6‧‧‧縱壁部 6‧‧‧ vertical wall
6a,6b‧‧‧縱壁部 6a, 6b‧‧‧ vertical wall
7a,7b‧‧‧凸緣部 7a, 7b‧‧‧Flange
8‧‧‧縱壁部的段差 8‧‧‧The difference in the vertical wall
10‧‧‧保險桿 10‧‧‧ bumper
第1圖,是第1實施例的保險桿橫樑的剖面圖。 Fig. 1 is a cross-sectional view showing a bumper beam of a first embodiment.
第2圖A,是案例1的保險桿橫樑的剖面圖。 Figure 2A is a cross-sectional view of the bumper beam of Case 1.
第2圖B,是案例2的保險桿橫樑的剖面圖。 Figure 2B is a cross-sectional view of the bumper beam of Case 2.
第3圖A,是顯示案例1的保險桿橫樑的變形舉動的圖,顯示初期狀態的圖。 Fig. 3A is a view showing a deformation behavior of the bumper beam of the case 1, and shows an initial state.
第3圖B,是顯示從第3圖A所示的狀態進行的狀態的圖。 Fig. 3B is a view showing a state performed from the state shown in Fig. 3A.
第3圖C,是顯示從第3圖B所示的狀態進行的狀態的圖。 Fig. 3C is a view showing a state performed from the state shown in Fig. 3B.
第4圖,是案例1及案例2的負荷-彎曲線圖。 Figure 4 is a load-bending line diagram for Case 1 and Case 2.
第5圖,是顯示中板的位置及能量吸收效率的關係的圖。 Fig. 5 is a view showing the relationship between the position of the intermediate plate and the energy absorption efficiency.
第6圖A,是顯示第1實施例的保險桿橫樑的變形舉動的圖,顯示初期狀態的圖。 Fig. 6A is a view showing a deformation behavior of the bumper beam of the first embodiment, showing an initial state.
第6圖B,是顯示從第6圖A所示的狀態進行的狀態的圖。 Fig. 6B is a view showing a state performed from the state shown in Fig. 6A.
第6圖C,是顯示從第6圖B所示的狀態進行的狀態的圖。 Fig. 6C is a view showing a state performed from the state shown in Fig. 6B.
第6圖D,是顯示從第6圖C所示的狀態進行的狀態 的圖。 Fig. 6D is a view showing the state from the state shown in Fig. 6C Figure.
第7圖A,是中板是顯示被追加的案例2的保險桿橫樑的變形舉動的圖,顯示初期狀態的圖。 In the seventh drawing, the middle plate is a view showing the deformation behavior of the bumper beam of the case 2 to be added, and shows the initial state.
第7圖B,是顯示從第7圖A所示的狀態進行的狀態的圖。 Fig. 7B is a view showing a state performed from the state shown in Fig. 7A.
第7圖C,是顯示從第7圖B所示的狀態進行的狀態的圖。 Fig. 7C is a view showing a state performed from the state shown in Fig. 7B.
第7圖D,是顯示從第7圖C所示的狀態進行的狀態的圖。 Fig. 7D is a view showing a state performed from the state shown in Fig. 7C.
第8圖,是集中負荷是負荷在長度方向的中央的保險桿橫樑的俯視圖。 Fig. 8 is a plan view of the bumper beam in which the concentrated load is the center of the load in the longitudinal direction.
第9圖,是第2實施例的保險桿橫樑的從車輛上方所見的剖面圖。 Fig. 9 is a cross-sectional view of the bumper beam of the second embodiment as seen from above the vehicle.
第10圖,是顯示縱壁部及中板的接合部分的一例的圖。 Fig. 10 is a view showing an example of a joint portion between the vertical wall portion and the intermediate plate.
第11圖A,是本發明例的保險桿橫樑的剖面圖。 Fig. 11A is a cross-sectional view showing a bumper beam of an example of the present invention.
第11圖B,是比較例1的保險桿橫樑的剖面圖。 Fig. 11B is a cross-sectional view showing the bumper beam of Comparative Example 1.
第11圖C,是比較例2的保險桿橫樑的剖面圖。 Fig. 11C is a cross-sectional view showing the bumper beam of Comparative Example 2.
第12圖,是實施例1中的各保險桿橫樑的負荷-彎曲量線圖。 Fig. 12 is a load-bending amount line diagram of each of the bumper beams in the first embodiment.
第13圖,是比較例3及比較例4的保險桿橫樑的剖面圖。 Fig. 13 is a cross-sectional view showing the bumper beam of Comparative Example 3 and Comparative Example 4.
第14圖,是實施例2中的各保險桿橫樑的負荷-彎曲量線圖。 Fig. 14 is a load-bending amount line diagram of each of the bumper beams in the second embodiment.
第15圖,是實施例3中的各保險桿橫樑的負荷-彎曲量線圖。 Fig. 15 is a load-bending amount line diagram of each of the bumper beams in the third embodiment.
本實施例的保險桿橫樑,是具備:第1構件、及第2構件、及中板。第1構件,是包含天板部、2個縱壁部及2個凸緣部。2個縱壁部,是與天板部的兩側部各別連接。2個凸緣部,是與2個縱壁部各別連接。第2構件是板狀,被接合在第1構件的2個凸緣部,將至少2個凸緣部彼此之間關閉。中板,是被接合在第1構件的2個縱壁部,在由第1構件及第2構件所形成的空間內,與第2構件接近平行地配置。第1構件及第2構件之中第2構件是朝向車輛的外側被配置。 The bumper beam of the present embodiment includes a first member, a second member, and an intermediate plate. The first member includes a ceiling portion, two vertical wall portions, and two flange portions. The two vertical wall portions are connected to the respective sides of the ceiling portion. The two flange portions are connected to the two vertical wall portions. The second member has a plate shape and is joined to the two flange portions of the first member, and at least two flange portions are closed to each other. The intermediate plate is joined to the two vertical wall portions of the first member, and is disposed in parallel with the second member in a space formed by the first member and the second member. The second member of the first member and the second member is disposed toward the outer side of the vehicle.
由此,保險桿橫樑容許的最大負荷較高,且,彎曲發生時間點慢。因此,保險桿橫樑的能量吸收效率高。在此,保險桿橫樑容許的最大負荷,是保險桿橫樑的縱壁部彎曲時,被施加在保險桿橫樑的負荷(以下,稱為「最大容許負荷」)。在此,能量吸收效率,是衝突負荷被負荷時將保險桿橫樑吸收的能量由保險桿橫樑的質量除算的值。 Thereby, the maximum load allowed by the bumper beam is high, and the bending occurrence time is slow. Therefore, the energy absorption efficiency of the bumper beam is high. Here, the maximum allowable load of the bumper beam is the load applied to the bumper beam when the vertical wall portion of the bumper beam is bent (hereinafter referred to as "maximum allowable load"). Here, the energy absorption efficiency is a value obtained by dividing the energy absorbed by the bumper beam by the mass of the bumper beam when the collision load is applied.
為了更充分地發揮能量吸收效率的提高,第2構件及第1構件的天板部之間的間隔h、及第2構件及中板之間的間隔d1的比d1/h,是0以上,0.6以下較佳。更佳是,第2構件及第1構件的天板部之間的間隔h、及第 2構件及中板之間的間隔d1的比d1/h,是0以上,0.2以下。又,間隔h,是相當於從第2構件至第1構件的天板部為止的深度。間隔d1,是相當於從第2構件至中板為止的深度。 In order to more fully exhibit an improvement in energy absorption efficiency, the ratio h1/h between the space h between the second member and the first member and the intermediate member d1 is 0 or more. 0.6 or less is preferred. More preferably, the interval h between the second member and the first member and the first member The ratio d1/h of the interval d1 between the member and the intermediate plate is 0 or more and 0.2 or less. Further, the interval h corresponds to the depth from the second member to the ceiling portion of the first member. The interval d1 is equivalent to the depth from the second member to the intermediate plate.
在上述的保險桿橫樑中,衝突負荷是負荷在被配置於車輛的外側的第2構件時,在被配置於車輛的內側的第1構件的天板部會發生拉伸方向的力。因此,在天板部會產生龜裂或是斷裂。為了應付這種事態,將保險桿橫樑的全長設成L時,在從保險桿橫樑的長度方向的中央-0.2×L以上、0.2×L以下的領域的至少一部分,配置中板較佳。更佳是,在從保險桿橫樑的長度方向的中央-0.1×L以上、0.1×L以下的領域的至少一部分,配置中板。由此,因為在天板部發生龜裂之前使縱壁部彎曲,所以保險桿橫樑不易斷裂。其結果,可以抑制由保險桿橫樑的斷裂所產生的大幅度的能量吸收效率的下降。 In the bumper beam described above, when the collision load is a second member placed on the outer side of the vehicle, the force in the tensile direction is generated in the ceiling portion of the first member disposed inside the vehicle. Therefore, cracks or breaks may occur in the roof portion. In order to cope with such a situation, when the entire length of the bumper beam is set to L, it is preferable to arrange the intermediate plate at least a part of the field of -0.2 × L or more and 0.2 × L or less from the center in the longitudinal direction of the bumper beam. More preferably, the intermediate plate is disposed at least a part of a field of -0.1 × L or more and 0.1 × L or less from the center in the longitudinal direction of the bumper beam. Therefore, since the vertical wall portion is bent before the crack occurs in the roof portion, the bumper beam is less likely to be broken. As a result, it is possible to suppress a large drop in energy absorption efficiency caused by breakage of the bumper beam.
在上述的保險桿橫樑中,第1構件及中板是由金屬板所構成,第1構件的板厚t1、及中板的板厚t2的比t2/t1,是0.7以上,1.0以下較佳。且,第1構件的拉伸強度TS1、及中板的拉伸強度TS2的比TS2/TS1,是0.4以上,1.0以下較佳。 In the above-described bumper beam, the first member and the intermediate plate are made of a metal plate, and the ratio t2/t1 of the thickness t1 of the first member and the thickness t2 of the intermediate plate is 0.7 or more, and preferably 1.0 or less. . Further, the ratio TS2/TS1 of the tensile strength TS1 of the first member and the tensile strength TS2 of the intermediate member is preferably 0.4 or more, and 1.0 or less.
此情況,中板的強度與第1構件相比因為較低,所以集中負荷是負荷在保險桿橫樑的長度方向的中央時,因為在天板部發生龜裂之前使縱壁部彎曲,就可以進一步抑制由保險桿橫樑的斷裂所產生的大幅度的能量吸收 效率的下降。 In this case, since the strength of the intermediate plate is lower than that of the first member, the concentrated load is at the center in the longitudinal direction of the bumper beam, and since the vertical wall portion is bent before the crack occurs in the roof portion, Further suppressing the large energy absorption caused by the breakage of the bumper beam The decline in efficiency.
較佳是,中板及縱壁部,是藉由焊接被接合。尤其是,中板的端部被彎曲,將被其彎曲的端部及縱壁部在重疊的狀態下被接合較佳。此情況,中板的端部是朝第1構件側被彎曲的話,中板容易朝向第2構件彎曲。 Preferably, the intermediate plate and the vertical wall portion are joined by welding. In particular, the end portion of the intermediate plate is bent, and it is preferable that the bent end portion and the vertical wall portion are joined in an overlapping state. In this case, when the end portion of the intermediate plate is bent toward the first member side, the intermediate plate is easily bent toward the second member.
較佳是,第1構件及第2構件是由鋼板所構成,鋼板的拉伸強度是1GPa以上。由此,可獲得適合汽車用的保險桿橫樑。 Preferably, the first member and the second member are made of a steel sheet, and the tensile strength of the steel sheet is 1 GPa or more. Thereby, a bumper beam suitable for an automobile can be obtained.
上述的保險桿橫樑,是被適用在車輛。此情況,車輛是在車輛前部或是後部具備上述的保險桿橫樑。保險桿橫樑的第2構件是朝向車輛的外側被配置。 The above bumper beam is applied to the vehicle. In this case, the vehicle is provided with the above-described bumper beam at the front or the rear of the vehicle. The second member of the bumper beam is disposed toward the outside of the vehicle.
以下,參照圖面,將本發明的實施例詳細說明。對於圖中相同或是相當部分附加相同符號而不再重複其說明。且,以下的例,是說明將本實施例的保險桿橫樑適用於汽車的前保險桿的情況。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. The same symbols are attached to the same or corresponding parts in the drawings, and the description thereof will not be repeated. Further, the following example is a case where the bumper beam of the present embodiment is applied to a front bumper of an automobile.
第1圖,是第1實施例的保險桿橫樑1的剖面圖。第1圖中,文字「上」是顯示車輛的上方,文字「前」是顯示車輛的前方。在以下的圖中也同樣。參照第1圖,保險桿橫樑1,是被配置於車輛的保險桿10的內側。保險桿橫樑1,是具備第1構件2、第2構件3及中板4。第1實施例的保險桿橫樑1,是具有第1圖所示的剖面形狀,朝車輛的寬度方向延伸。 Fig. 1 is a cross-sectional view showing the bumper beam 1 of the first embodiment. In the first figure, the text "up" is displayed above the vehicle, and the text "front" is displayed in front of the vehicle. The same is true in the following figures. Referring to Fig. 1, the bumper beam 1 is disposed inside the bumper 10 of the vehicle. The bumper beam 1 includes a first member 2, a second member 3, and an intermediate plate 4. The bumper beam 1 of the first embodiment has a cross-sectional shape as shown in Fig. 1 and extends in the width direction of the vehicle.
第1構件2,是包含天板部5、縱壁部6a、6b及凸緣部7a、7b。2個縱壁部6a、6b各別的一端是與天板部5的兩側部5a、5b各別連接。縱壁部6a、6b的另一端是與凸緣部7a、7b各別連接。第1構件2的剖面形狀,是帽子形的開剖面。即,2個凸緣部7a、7b彼此之間,是開放。第1構件2是例如將金屬板沖壓成形者。 The first member 2 includes a top plate portion 5, vertical wall portions 6a and 6b, and flange portions 7a and 7b. The respective ends of the two vertical wall portions 6a and 6b are connected to the respective side portions 5a and 5b of the ceiling portion 5. The other ends of the vertical wall portions 6a and 6b are connected to the flange portions 7a and 7b, respectively. The cross-sectional shape of the first member 2 is a hat-shaped open cross section. That is, the two flange portions 7a and 7b are open to each other. The first member 2 is, for example, a stamper formed of a metal plate.
第2構件3,是板狀的構件,例如,將金屬板沖切成形者。在第2構件3及第1構件2之間設有接合部。具體而言,第2構件3,是被接合在第1構件2的凸緣部7a、7b,將凸緣部7a、7b彼此之間關閉。即,彼此之間被接合的第1構件2及第2構件3,是形成閉剖面。 The second member 3 is a plate-shaped member, for example, a metal plate is die-cut. A joint portion is provided between the second member 3 and the first member 2. Specifically, the second member 3 is joined to the flange portions 7a and 7b of the first member 2, and the flange portions 7a and 7b are closed from each other. That is, the first member 2 and the second member 3 joined to each other have a closed cross section.
中板4,是由第1構件2及第2構件3在被形成的空間內,被配置成與第2構件3接近平行。在中板4及第1構件2之間設有接合部。具體而言,中板4的端部4a、4b是呈幾乎直角折曲,各別與上部及下部的縱壁部6a、6b接合。中板4的端部4a、4b是朝向天板部5被配置。中板4是例如將金屬板沖壓成形者。這種中板4是拘束縱壁部6a、6b的變形。因此,縱壁部6a、6b不易彎曲。中板4是沒有必要對於第2構件3嚴格上平行,可容許一些的傾斜。此傾斜,是例如10°以下。 The intermediate plate 4 is disposed in the space in which the first member 2 and the second member 3 are formed, and is disposed in parallel with the second member 3. A joint portion is provided between the intermediate plate 4 and the first member 2. Specifically, the end portions 4a and 4b of the intermediate plate 4 are bent at almost right angles, and are joined to the upper and lower vertical wall portions 6a and 6b, respectively. The end portions 4a, 4b of the intermediate plate 4 are disposed toward the ceiling portion 5. The intermediate plate 4 is, for example, a stamper formed of a metal plate. Such an intermediate plate 4 is a deformation that restrains the vertical wall portions 6a, 6b. Therefore, the vertical wall portions 6a and 6b are not easily bent. The middle plate 4 is not necessarily strictly parallel to the second member 3, and some inclination can be tolerated. This inclination is, for example, 10 or less.
在中板4中,賦予沿著朝車輛上下方向的加強筋,或施加壓花加工也可以。藉由這些的加工,中板的剛性因為可提高,所以中板4更可拘束縱壁部6a、6b的變形。此結果,縱壁部6a、6b是更彎曲困難,可以期待 能量吸收效率的提高。 In the intermediate plate 4, ribs may be provided along the vertical direction of the vehicle, or embossing may be applied. By the processing of these, the rigidity of the intermediate plate can be improved, so that the intermediate plate 4 can restrain the deformation of the vertical wall portions 6a and 6b. As a result, the vertical wall portions 6a and 6b are more difficult to bend, and it can be expected Increased energy absorption efficiency.
這種保險桿橫樑1,是將第2構件3朝向車輛的外側被配置。例如,保險桿橫樑1是作為車輛的前保險桿的保險桿橫樑被適用的情況,第2構件3是朝向車輛的前方被配置。在保險桿橫樑1被配置於車輛的狀態下,第1構件2的天板部5、第2構件3及中板4是成為朝車輛上下方向立起的姿勢。第1構件2的縱壁部6a、6b,是各別上下成為沿著車輛前後方向的姿勢。由此,保險桿橫樑1是對於前後方向的衝突具有較高的能量吸收效率。以下,對於此點詳述。 The bumper beam 1 is disposed such that the second member 3 faces the outside of the vehicle. For example, when the bumper beam 1 is applied as a bumper beam as a front bumper of the vehicle, the second member 3 is disposed toward the front of the vehicle. In the state in which the bumper beam 1 is placed on the vehicle, the roof portion 5, the second member 3, and the intermediate plate 4 of the first member 2 are in a posture that rises in the vertical direction of the vehicle. The vertical wall portions 6a and 6b of the first member 2 are vertically and upwardly oriented in the longitudinal direction of the vehicle. Thereby, the bumper beam 1 has a high energy absorption efficiency with respect to the collision in the front-rear direction. The following is detailed for this point.
將保險桿橫樑1配置於車輛的情況,2種的配置形態被考慮。第一,如第1圖所示,將第2構件3朝向車輛的外側配置的情況(以下,稱為案例1)。第二,如專利文獻2及專利文獻3的方式,將第1構件2的天板部5朝向車輛的外側配置的情況(以下,稱為案例2)。本發明人等,是為了把握保險桿橫樑的基本的特性,有關案例1及案例2,是藉由動態3點彎曲模擬解析調查了能量吸收效率。 When the bumper beam 1 is placed in a vehicle, two types of arrangements are considered. First, as shown in Fig. 1, the second member 3 is disposed toward the outside of the vehicle (hereinafter referred to as Case 1). Secondly, in the case of Patent Document 2 and Patent Document 3, the ceiling portion 5 of the first member 2 is disposed toward the outside of the vehicle (hereinafter referred to as Case 2). The present inventors have grasped the basic characteristics of the bumper beam, and in the case 1 and the case 2, the energy absorption efficiency was investigated by dynamic 3-point bending simulation analysis.
第2圖A及第2圖B,是在動態3點彎曲模擬解析所使用的保險桿橫樑的模型的剖面圖。這些的圖之中,第2圖A是顯示案例1的保險桿橫樑的情況,第2圖B是顯示案例2的保險桿橫樑的情況。案例1及案例2的模型是沒有中板4。參照第2圖A,在案例1中在第2構件3的長度方向的中央負荷了橫跨上下方向的全域朝向天 板部5的方向的負荷P。參照第2圖B,在案例2中在天板部5的長度方向的中央負荷了橫跨上下方向的全域朝向第2構件3的方向的負荷P。且,解析了保險桿橫樑的變形舉動。此時,對於各保險桿橫樑,調查了負荷P及彎曲量的關係。在此,彎曲量,是負荷了負荷P的部分的彎曲量。在動態3點彎曲模擬解析中,將荷重負荷速度設成9km/h,將支點間距離設成800mm。將其解析結果如第3圖及第4圖所示。 Fig. 2A and Fig. 2B are cross-sectional views showing a model of a bumper beam used in dynamic three-point bending simulation analysis. Among these figures, Fig. 2A shows the case of the bumper beam of the case 1, and Fig. 2B shows the case of the bumper beam of the case 2. The models in Case 1 and Case 2 do not have a midplane 4. Referring to Fig. 2A, in the case 1, the center of the longitudinal direction of the second member 3 is loaded with the entire direction of the sky in the vertical direction. The load P in the direction of the plate portion 5. With reference to FIG. 2B, in the case 2, the load P in the direction in which the entire area in the vertical direction faces the second member 3 is loaded in the center of the longitudinal direction of the roof portion 5. Moreover, the deformation behavior of the bumper beam is analyzed. At this time, the relationship between the load P and the amount of bending was examined for each bumper beam. Here, the amount of bending is the amount of bending of the portion where the load P is loaded. In the dynamic 3-point bending simulation analysis, the load load speed is set to 9 km/h, and the distance between the fulcrums is set to 800 mm. The analysis results are shown in Figures 3 and 4.
第3圖A~第3圖C,是顯示案例1的保險桿橫樑的變形舉動的圖。保險桿橫樑的變形是依如第3圖A、第3圖B及第3圖C所示的順序進行。參照第3圖A~第3圖C,負荷P是負荷在第2構件3的話,壓縮力是在縱壁部6a、6b(以下,也總稱縱壁部6)的端部X附近沿著保險桿橫樑的長度方向作用。在此,壓縮力是將2個縱壁部6各別朝保險桿橫樑的長度方向壓縮的力。藉由此壓縮力的作用,縱壁部6的第2構件3側的端部X,是朝向車輛上下方向的中央移動。其結果,縱壁部6會變形,最終會彎曲。 3A to 3C are views showing deformation behavior of the bumper beam of Case 1. The deformation of the bumper beam is performed in the order shown in Fig. 3, Fig. 3, and Fig. 3C. Referring to Figs. 3A to 3C, when the load P is the load on the second member 3, the compressive force is in the vicinity of the end portion X of the vertical wall portions 6a and 6b (hereinafter also referred to as the vertical wall portion 6). The length of the rod beam acts. Here, the compressive force is a force that compresses the two vertical wall portions 6 toward the longitudinal direction of the bumper beam. By the action of the compressive force, the end portion X on the second member 3 side of the vertical wall portion 6 moves toward the center in the vertical direction of the vehicle. As a result, the vertical wall portion 6 is deformed and eventually bends.
第4圖,是有關於案例1及案例2的保險桿橫樑的負荷-彎曲線圖。縱軸是顯示負荷,橫軸是顯示彎曲量。第4圖中,實線是顯示案例1的保險桿橫樑的結果,虛線是顯示案例2的保險桿橫樑的結果。從第4圖所示的負荷-彎曲線圖可知如下。在案例1中,彎曲量是約38mm時,成為最大負荷。最大負荷是約62kN。彎曲量是 成為約38mm以上的話,縱壁部6會彎曲。在案例2中,彎曲量是約42mm時,成為最大負荷。最大負荷是約50kN。彎曲量是成為約42mm以上的話,縱壁部6會彎曲。由此可知,案例1的最大容許負荷與案例2的最大容許負荷相比較高。但是,案例1是與案例2相比彎曲量小。換言之,案例1與案例2相比彎曲發生時間點早。 Fig. 4 is a load-bending line diagram of the bumper beam of Cases 1 and 2. The vertical axis is the display load and the horizontal axis is the display bending amount. In Fig. 4, the solid line shows the result of the bumper beam of Case 1, and the broken line shows the result of the bumper beam of Case 2. The load-bending line diagram shown in Fig. 4 is as follows. In Case 1, when the amount of bending is about 38 mm, it becomes the maximum load. The maximum load is about 62kN. The amount of bending is When it is about 38 mm or more, the vertical wall portion 6 is bent. In Case 2, when the amount of bending is about 42 mm, it becomes the maximum load. The maximum load is about 50kN. When the amount of bending is about 42 mm or more, the vertical wall portion 6 is bent. It can be seen that the maximum allowable load of Case 1 is higher than the maximum allowable load of Case 2. However, Case 1 is less curved than Case 2. In other words, case 1 is earlier than the case 2 when the bending occurs.
保險桿橫樑吸收的能量,是與第4圖的負荷-彎曲曲線的積分值等同。因此,為了提高保險桿橫樑的能量吸收效率,只要將最大容許負荷提高,且,將彎曲發生時間點延後即可。案例1的保險桿橫樑是在構造上,最大容許負荷比案例2高。在此,本發明人等檢討了對於案例1的保險桿橫樑將彎曲發生時間點延後,並加大了能量吸收效率。 The energy absorbed by the bumper beam is equivalent to the integral value of the load-bend curve of Figure 4. Therefore, in order to improve the energy absorption efficiency of the bumper beam, it is only necessary to increase the maximum allowable load and to delay the occurrence of the bending time. The bumper beam of Case 1 is constructed with a maximum allowable load higher than Case 2. Here, the inventors of the present invention reviewed the time when the bending of the bumper beam of Case 1 was delayed and increased the energy absorption efficiency.
案例1的保險桿橫樑,是如第3圖A~第3圖C所示,因為端部X是藉由作用於縱壁部6的壓縮力,在早期就朝向保險桿橫樑的車輛上下方向的中央移動,所以縱壁部6變形彎曲。即,抑制端部X的移動的話,就可以抑制縱壁部6早期彎曲。在此,如第1圖所示,本實施例的保險桿橫樑1是在由第1構件2及第2構件3所形成的空間內,與第2構件3接近平行地配置中板4。中板4的端部4a、4b,是各別與上部及下部的縱壁部6a、6b接合。中板4是抑制縱壁部6的變形。因此,端部X即使移動,縱壁部6也不易變形。即,縱壁部6不易彎曲。由此,保險桿橫樑1的彎曲發生時間點被延後。 且,因為保險桿橫樑1是將第2構件3朝向車輛的外側配置,所以保險桿橫樑1的最大容許負荷是與案例1同樣高。總而言之,在最大容許負荷較高的案例1的保險桿橫樑追加中板4的話,縱壁部6的彎曲因為被抑制,所以縱壁部6的彎曲發生時間點被延後。由此,保險桿橫樑1的能量吸收效率變高。 The bumper beam of Case 1 is as shown in Figs. 3A to 3C, because the end portion X is a compressive force acting on the vertical wall portion 6, and the vehicle is vertically oriented toward the bumper beam at an early stage. Since the center moves, the vertical wall portion 6 is deformed and bent. In other words, when the movement of the end portion X is suppressed, the vertical bending of the vertical wall portion 6 can be suppressed. Here, as shown in FIG. 1, the bumper beam 1 of the present embodiment is disposed in the space formed by the first member 2 and the second member 3, and the intermediate plate 4 is disposed in close proximity to the second member 3. The end portions 4a and 4b of the intermediate plate 4 are joined to the upper and lower vertical wall portions 6a and 6b, respectively. The intermediate plate 4 suppresses deformation of the vertical wall portion 6. Therefore, even if the end portion X moves, the vertical wall portion 6 is not easily deformed. That is, the vertical wall portion 6 is not easily bent. Thereby, the bending occurrence time of the bumper beam 1 is delayed. Further, since the bumper beam 1 is disposed so as to face the second member 3 toward the outside of the vehicle, the maximum allowable load of the bumper beam 1 is as high as that of the case 1. In other words, when the intermediate plate 4 is added to the bumper beam of the case 1 having a high maximum allowable load, the bending of the vertical wall portion 6 is suppressed, so that the bending occurrence time of the vertical wall portion 6 is delayed. Thereby, the energy absorption efficiency of the bumper beam 1 becomes high.
中板4的位置,是接近第2構件3較佳。具體而言,參照第1圖,有關於中板4的比d1/h,是0以上,0.6以下較佳。在此,h是顯示第2構件3及第1構件2的天板部5之間的間隔,d1是顯示第2構件3及中板4之間的間隔。對於此點,參照第5圖進行說明。 The position of the intermediate plate 4 is preferably close to the second member 3. Specifically, referring to Fig. 1, the ratio d1/h of the intermediate plate 4 is preferably 0 or more, and 0.6 or less. Here, h is an interval between the second member 3 and the first member 2 of the first member 2, and d1 is an interval between the second member 3 and the intermediate plate 4. This point will be described with reference to FIG. 5.
第5圖,是顯示有關於中板4的位置的比d1/h不同的保險桿橫樑的能量吸收效率的圖。第5圖所示的結果,是藉由上述同樣的動態3點彎曲模擬解析而被求得。對於變更各種有關於第1圖所示的保險桿橫樑的中板4的位置的比d1/h的各保險桿橫樑,並進行了模擬解析。其他的解析條件,是與上述第3圖A~3C及第4圖所示的模擬解析為相同。參照第5圖,能量吸收效率的比d1/h是在約0.16顯示最大值。比d1/h是隨著成為比0.16更大,能量吸收效率是下降。不具有中板4保險桿橫樑的能量吸收效率,是0.44kJ/kg(第5圖中的虛線參照)。比d1/h是比0.65大的話,具有中板4的保險桿橫樑的能量吸收效率,是成為未滿(低於)不具有中板4保險桿橫樑的能量吸收效率。因此,中板4,是被配置於對於中板4 的比d1/h,是0以上、0.6以下的位置較佳。 Fig. 5 is a view showing the energy absorption efficiency of the bumper beam which is different from the position d1/h of the position of the intermediate plate 4. The results shown in Fig. 5 were obtained by the same dynamic three-point bending simulation analysis described above. Each of the bumper beams having the ratio d1/h of the position of the intermediate plate 4 of the bumper beam shown in Fig. 1 was changed and simulated. The other analysis conditions are the same as the simulation analysis shown in FIGS. 3A to 3C and FIG. 4 described above. Referring to Fig. 5, the ratio d1/h of the energy absorption efficiency is a maximum at about 0.16. The ratio d1/h is larger than 0.16, and the energy absorption efficiency is decreased. The energy absorption efficiency without the middle plate 4 bumper beam is 0.44 kJ/kg (refer to the broken line in Fig. 5). When the ratio d1/h is larger than 0.65, the energy absorbing efficiency of the bumper beam having the intermediate plate 4 is an energy absorbing efficiency that is less than (below) without the intermediate plate 4 bumper beam. Therefore, the middle plate 4 is configured for the middle plate 4 The ratio d1/h is preferably 0 or more and 0.6 or less.
進一步,有關於中板4的位置的比d1/h是0.2以下的情況,在荷重負荷時中板4及第2構件3會早期接觸。因此,第2構件3的彎曲被限制,第3圖A所示的縱壁部6的端部X的移動被限制。因此,縱壁部6更不易彎曲。為了確認此效果,本發明人等,是藉由動態3點彎曲模擬解析,調查了比d1/h是0.16的保險桿橫樑的變形舉動。解析條件,是與上述第3圖A~3C及第4圖所示的模擬解析為相同。將其解析結果如第6圖A~第6圖D所示。 Further, the ratio d1/h of the position of the intermediate plate 4 is 0.2 or less, and the intermediate plate 4 and the second member 3 are in early contact during the load. Therefore, the bending of the second member 3 is restricted, and the movement of the end portion X of the vertical wall portion 6 shown in Fig. 3A is restricted. Therefore, the vertical wall portion 6 is less likely to be bent. In order to confirm this effect, the inventors of the present invention investigated the deformation behavior of the bumper beam having a ratio d1/h of 0.16 by dynamic three-point bending simulation analysis. The analysis conditions are the same as those of the simulation analysis shown in FIGS. 3A to 3C and FIG. 4 described above. The analysis results are shown in Fig. 6A to Fig. 6D.
第6圖A~第6圖D,是顯示第1實施例的保險桿橫樑的變形舉動的圖。比d1/h是0.16的保險桿橫樑的變形,是依如第6圖A、第6圖B、第6圖C及第6圖D所示的順序進行。參照第6圖A~第6圖D,負荷P是負荷在第2構件3的話,因為壓縮力作用在縱壁部6,所以如上述縱壁部6的端部X是朝向保險桿橫樑的車輛上下方向的中央移動。因為中板4是被接合在縱壁部6,所以伴隨端部X的移動被壓縮。此時,中板4是朝第2構件3側彎曲。因此,第2構件3及中板4是接觸。中板4若與第2構件3接觸的話,第2構件3的彎曲因為是藉由中板4被限制,所以縱壁部6的端部X的移動也被限制。其結果,縱壁部6的彎曲是進一步被抑制。即,比d1/h是0.2以下的情況,縱壁部6的彎曲不是只有藉由中板4被抑制,也有如上述的由中板4及第2構件3的接觸所產生的 效果。因此,保險桿橫樑1的最大容許負荷是進一步提高。 Fig. 6 to Fig. 6D are diagrams showing deformation behavior of the bumper beam of the first embodiment. The deformation of the bumper beam having a ratio d1/h of 0.16 is performed in the order shown in Fig. 6, Fig. 6, Fig. 6, Fig. 6, and Fig. 6D. Referring to FIGS. 6A to 6D, when the load P is the load on the second member 3, since the compressive force acts on the vertical wall portion 6, the end portion X of the vertical wall portion 6 is a vehicle facing the bumper beam. Move in the center in the up and down direction. Since the intermediate plate 4 is joined to the vertical wall portion 6, the movement of the end portion X is compressed. At this time, the intermediate plate 4 is bent toward the second member 3 side. Therefore, the second member 3 and the intermediate plate 4 are in contact. When the intermediate plate 4 is in contact with the second member 3, since the bending of the second member 3 is restricted by the intermediate plate 4, the movement of the end portion X of the vertical wall portion 6 is also restricted. As a result, the bending of the vertical wall portion 6 is further suppressed. In other words, when the ratio d1/h is 0.2 or less, the bending of the vertical wall portion 6 is not caused only by the intermediate plate 4, but also by the contact between the intermediate plate 4 and the second member 3 as described above. effect. Therefore, the maximum allowable load of the bumper beam 1 is further improved.
在此,比d1/h是0的情況,中板4是從荷重負荷P之前就與第2構件3接觸。此情況,第2構件3及中板4的變形的態樣是不同。即,第2構件3及中板4是一體地彎曲。因此,能量吸收效率,是與比d1/h為0.16的情況相比下降。因此,比d1/h較佳下限,是0.1。但是,比d1/h是0的情況的保險桿橫樑的能量吸收效率,是比不具有中板4的保險桿橫樑的能量吸收效率更高。因此,比d1/h是0也可以。 Here, when the ratio d1/h is 0, the intermediate plate 4 comes into contact with the second member 3 before the load load P. In this case, the deformation of the second member 3 and the intermediate plate 4 is different. That is, the second member 3 and the intermediate plate 4 are integrally bent. Therefore, the energy absorption efficiency is lower than the case where the ratio d1/h is 0.16. Therefore, the preferred lower limit of the ratio d1/h is 0.1. However, the energy absorption efficiency of the bumper beam in the case where d1/h is 0 is higher than the energy absorption efficiency of the bumper beam without the intermediate plate 4. Therefore, the ratio d1/h is 0.
在荷重負荷時,將中板4與第2構件3接觸時,如第2圖A所示的案例1有必要將第2構件3朝向車輛的外側配置。換言之,如第2圖B所示的案例2將第1構件2的天板部5朝向車輛的外側配置的話,中板4不易與第2構件3接觸。對於此點,本發明人等,是藉由動態3點彎曲模擬解析,調查了中板被追加的案例2的保險桿橫樑的變形舉動。解析條件,是與上述第3圖A~3C及第4圖所示的模擬解析為相同。將其解析結果如第7圖A~第7圖D所示。 When the intermediate plate 4 is brought into contact with the second member 3 under a load, it is necessary to arrange the second member 3 toward the outside of the vehicle as in the case 1 shown in Fig. 2A. In other words, in the case 2 shown in FIG. 2B, when the ceiling portion 5 of the first member 2 is disposed toward the outside of the vehicle, the intermediate plate 4 is less likely to come into contact with the second member 3. In this regard, the inventors of the present invention investigated the deformation behavior of the bumper beam of the case 2 in which the middle plate was added by dynamic three-point bending simulation analysis. The analysis conditions are the same as those of the simulation analysis shown in FIGS. 3A to 3C and FIG. 4 described above. The analysis results are shown in Fig. 7A to Fig. 7D.
第7圖A~第7圖D,是顯示中板被追加的案例2的保險桿橫樑的變形舉動的圖。即,將第1構件2的天板部5朝向車輛的外側配置。保險桿橫樑的變形是依如第7圖A、第7圖B、第7圖C及第7圖D所示的順序進行。參照第7圖A~第7圖D,在案例2中負荷P是負荷 在天板部5的場合,上側的縱壁部6a是朝車輛的上方向彎曲,下側的縱壁部6b是朝車輛的下方向彎曲。因此,朝車輛上下方向拉伸力是作用在中板4中。此情況,因為中板4不易彎曲,所以天板部5及中板4不易接觸。因此,如案例1藉由中板4及承受負荷的面的接觸,而不易限制承受負荷的面的彎曲。即,在案例2中不易抑制縱壁部6的彎曲。 Fig. 7A to Fig. 7D are diagrams showing deformation behavior of the bumper beam of the case 2 in which the middle plate is added. That is, the roof portion 5 of the first member 2 is disposed toward the outside of the vehicle. The deformation of the bumper beam is performed in the order shown in Fig. 7A, Fig. 7B, Fig. 7C, and Fig. 7D. Referring to Figure 7A to Figure 7D, in Case 2 the load P is the load. In the case of the roof portion 5, the upper vertical wall portion 6a is curved in the upward direction of the vehicle, and the lower vertical wall portion 6b is curved in the downward direction of the vehicle. Therefore, the tensile force in the up and down direction of the vehicle acts on the intermediate plate 4. In this case, since the intermediate plate 4 is not easily bent, the top plate portion 5 and the intermediate plate 4 are not easily contacted. Therefore, as in Case 1, the contact of the load-bearing surface is not easily restricted by the contact of the intermediate plate 4 and the load-bearing surface. That is, in the case 2, it is difficult to suppress the bending of the vertical wall portion 6.
第1實施例的保險桿橫樑,因為中板可抑制縱壁部的彎曲,所以能量吸收效率較高。但是,抑制縱壁部的過度彎曲的話,集中負荷是負荷在保險桿橫樑的長度方向的中央時,在縱壁部彎曲之前在背面側的第1構件的天板部會產生龜裂。例如縱壁部即使未彎曲,在天板部產生龜裂的話,保險桿橫樑的能量吸收效率會大下降。 In the bumper beam of the first embodiment, since the intermediate plate can suppress the bending of the vertical wall portion, the energy absorption efficiency is high. However, when the concentrated load is excessively bent in the vertical wall portion, the load is generated in the center of the longitudinal direction of the bumper beam, and cracks occur in the roof portion of the first member on the back side before the vertical wall portion is bent. For example, even if the vertical wall portion is not bent, if the crack occurs in the roof portion, the energy absorption efficiency of the bumper beam is greatly lowered.
第8圖,是集中負荷是負荷在長度方向的中央的保險桿橫樑的俯視圖。第8圖中,文字「右」是顯示車輛的右側。在以下的圖中也同樣。參照第8圖,集中負荷P是負荷在保險桿橫樑的長度方向的中央的話,集中負荷P被負荷的領域的附近,是朝向車輛後方(車輛的內側方向)彎曲。此時,第1構件的天板部5,因為是被配置於保險桿橫樑的背面側,所以在拉伸方向(車輛的左右方向)受到力。此拉伸方向的力過大的話,在天板部5會發生龜裂。總而言之,過度抑制縱壁部6的彎曲的話,在縱 壁部6的彎曲之前,在天板部5會發生龜裂。尤其是,保險桿橫樑的材料強度高,延性小的情況,第1構件的縱壁部長的情況等,在天板部5容易產生龜裂。 Fig. 8 is a plan view of the bumper beam in which the concentrated load is the center of the load in the longitudinal direction. In Fig. 8, the text "Right" is the right side of the display vehicle. The same is true in the following figures. With reference to Fig. 8, when the concentrated load P is at the center in the longitudinal direction of the bumper beam, the vicinity of the area where the concentrated load P is loaded is bent toward the rear of the vehicle (inward direction of the vehicle). At this time, since the roof portion 5 of the first member is disposed on the back side of the bumper beam, the force is received in the stretching direction (the left and right direction of the vehicle). If the force in this stretching direction is too large, cracks may occur in the roof portion 5. In short, if the bending of the vertical wall portion 6 is excessively suppressed, the longitudinal Before the bending of the wall portion 6, cracks occur in the roof portion 5. In particular, when the material strength of the bumper beam is high and the ductility is small, the case of the vertical wall of the first member is likely to cause cracks in the roof portion 5.
在此,在第2實施例的保險桿橫樑中,為了抑制天板部的龜裂,而使中板的位置被限定在保險桿橫樑的長度方向。具體而言,本發明人等,是藉由後述的實施例3,求得保險桿橫樑的長度方向中的中板的最佳的位置。對於此點參照第9圖進行說明。 Here, in the bumper beam of the second embodiment, in order to suppress cracking of the roof portion, the position of the intermediate plate is limited to the longitudinal direction of the bumper beam. Specifically, the inventors of the present invention obtained the optimum position of the intermediate plate in the longitudinal direction of the bumper beam by the third embodiment to be described later. This point will be described with reference to Fig. 9.
第9圖,是第2實施例的保險桿橫樑的從車輛上方所見的剖面圖。參照第9圖,將保險桿橫樑1的全長設成L,將從保險桿橫樑1的長度方向的中央C的任意的距離設成L1。第2實施例的保險桿橫樑1的中板4,是被配置於從保險桿橫樑1的長度方向的中央C的-L1以上、L1以下的中央領域。在此,中板4是被配置於中央領域的全域也可以,被配置於中央領域的一部分也可以。距離L1是0.2×L較佳,更佳是0.1×L。在此,長度L1,是將保險桿橫樑的長度方向的中央C設成0,車輛左右方向被區分為正的值、負的值。總而言之,在從保險桿橫樑的長度方向的中央C朝車輛左右方向的兩側至遠離距離L1的領域為止配置中板。 Fig. 9 is a cross-sectional view of the bumper beam of the second embodiment as seen from above the vehicle. Referring to Fig. 9, the entire length of the bumper beam 1 is set to L, and an arbitrary distance from the center C in the longitudinal direction of the bumper beam 1 is set to L1. The middle plate 4 of the bumper beam 1 of the second embodiment is disposed in a central region of -L1 or more and L1 or less from the center C in the longitudinal direction of the bumper beam 1. Here, the intermediate plate 4 may be disposed in the entire area of the central area, and may be disposed in a part of the central area. The distance L1 is preferably 0.2 × L, more preferably 0.1 × L. Here, the length L1 is set to 0 in the center C in the longitudinal direction of the bumper beam, and the left-right direction of the vehicle is divided into a positive value and a negative value. In short, the intermediate plate is disposed from the center C in the longitudinal direction of the bumper beam to the side in the left-right direction of the vehicle to the area far from the distance L1.
藉由將配置有中板4的領域限定於保險桿橫樑的長度方向的中央領域,中板未被配置的領域的縱壁部6的端部X就容易朝向保險桿橫樑的車輛上下方向的中央移動(第6圖A~第6圖D參照)。此結果,縱壁部的彎 曲發生時間點被提早。由此,因為在天板部的龜裂發生之前在縱壁部發生彎曲,所以可以抑制由保險桿橫樑的斷裂所產生的大幅度的能量吸收效率的下降。 By limiting the area in which the intermediate plate 4 is disposed to the central region in the longitudinal direction of the bumper beam, the end portion X of the vertical wall portion 6 of the field in which the intermediate plate is not disposed is easily directed toward the center of the bumper beam in the vertical direction of the vehicle. Move (refer to Figure 6A to Figure 6D). This result, the curvature of the vertical wall The time when the song occurred was advanced. Thereby, since the vertical wall portion is bent before the occurrence of the crack in the roof portion, it is possible to suppress a large drop in energy absorption efficiency caused by the breakage of the bumper beam.
如上述,抑制保險桿橫樑的縱壁部6的過度彎曲的話,集中負荷P是負荷在保險桿橫樑的長度方向的中央時,在天板部5容易產生龜裂。為了消解此問題,中板4的板厚t2,是第1構件2的板厚t1以下較佳。因為可將縱壁部6的彎曲發生時間點最適化,抑制在天板部5發生龜裂。具體而言,第1構件2的板厚t1、及中板4的板厚t2的比t2/t1,是0.7以上,1.0以下較佳。比t2/t1是0.7未滿的話,中板4的強度因為低,所以縱壁部6會早期彎曲。比t2/t1是比1.0大的話,中板4的強度因為高,所以集中負荷P是負荷在保險桿橫樑的長度方向的中央時,在天板部5容易產生龜裂。比t2/t1的較佳下限是0.8,較佳上限是0.9。 When the excessive bending of the vertical wall portion 6 of the bumper beam is suppressed as described above, when the concentrated load P is at the center in the longitudinal direction of the bumper beam, cracks are likely to occur in the roof portion 5. In order to eliminate this problem, the thickness t2 of the intermediate plate 4 is preferably equal to or less than the thickness t1 of the first member 2. Since the bending occurrence time of the vertical wall portion 6 can be optimized, cracking in the roof portion 5 can be suppressed. Specifically, the ratio t2/t1 of the thickness t1 of the first member 2 and the thickness t2 of the intermediate plate 4 is preferably 0.7 or more, and preferably 1.0 or less. When the ratio t2/t1 is 0.7 or less, the strength of the intermediate plate 4 is low, so the vertical wall portion 6 is bent early. When the ratio of t2/t1 is larger than 1.0, the strength of the intermediate plate 4 is high. Therefore, when the concentrated load P is at the center in the longitudinal direction of the bumper beam, cracks are likely to occur in the roof portion 5. A preferred lower limit of the ratio t2/t1 is 0.8, and a preferred upper limit is 0.9.
與上述同樣,為了抑制在天板部5發生龜裂,中板4的拉伸強度TS2,是第1構件2的拉伸強度TS1以下較佳。具體而言,第1構件2的拉伸強度TS1、及中板4的拉伸強度TS2的比TS2/TS1,是0.4以上,1.0以下較佳。比TS2/TS1是0.4未滿的話,中板4的強度因為低,所以縱壁部6會早期彎曲。比TS2/TS1是比1.0大的話,中板4的強度因為高,所以集中負荷P是負荷在保險桿橫樑的長度方向的中央時,縱壁部6的端部X不易朝向保險桿橫樑的車輛上下方向的中央移動(第6圖A~第 6圖D參照)。此結果,在縱壁部6彎曲之前在天板部5容易產生龜裂。比TS2/TS1的較佳下限是0.6,較佳上限是0.8。 Similarly to the above, in order to suppress the occurrence of cracks in the roof portion 5, the tensile strength TS2 of the intermediate plate 4 is preferably equal to or less than the tensile strength TS1 of the first member 2. Specifically, the ratio TS2/TS1 of the tensile strength TS1 of the first member 2 and the tensile strength TS2 of the intermediate plate 4 is preferably 0.4 or more, and 1.0 or less. When the ratio of TS2/TS1 is 0.4 or less, the strength of the intermediate plate 4 is low, so that the vertical wall portion 6 is bent early. When the ratio of TS2/TS1 is larger than 1.0, the strength of the intermediate plate 4 is high. Therefore, when the concentrated load P is the center of the longitudinal direction of the bumper beam, the end portion X of the vertical wall portion 6 is less likely to face the bumper beam. Center movement in the up and down direction (Fig. 6A~ 6 Figure D reference). As a result, cracks are likely to occur in the roof portion 5 before the vertical wall portion 6 is bent. A preferred lower limit of the ratio TS2/TS1 is 0.6, and a preferred upper limit is 0.8.
中板4及縱壁部6的接合,是具有例如焊接。焊接方法,是例如,點焊、塞孔焊接、電弧焊接、雷射焊接等。但是,中板4及縱壁部6的接合,不限定於焊接。中板4及縱壁部6的接合,是機械接合也可以。機械接合,是例如,鉚釘、螺栓及螺帽、螺栓等。且,中板4及縱壁部6的接合,是黏著劑也可以。在第1構件2及第2構件3的接合也同樣。 The joining of the intermediate plate 4 and the vertical wall portion 6 is, for example, welding. The welding method is, for example, spot welding, plug welding, arc welding, laser welding, or the like. However, the joining of the intermediate plate 4 and the vertical wall portion 6 is not limited to welding. The joining of the intermediate plate 4 and the vertical wall portion 6 may be mechanical joining. Mechanical joints are, for example, rivets, bolts and nuts, bolts, and the like. Further, the joining of the intermediate plate 4 and the vertical wall portion 6 may be an adhesive. The same applies to the joining of the first member 2 and the second member 3.
如上述,在本實施例的保險桿橫樑中,第2構件3是朝向車輛的外側被配置。例如,如第9圖所示,保險桿橫樑是在長度方向彎曲。此情況,彎曲的保險桿橫樑的外側的弧(第9圖中的第2構件3側),是朝向車輛的外側被配置。且,保險桿橫樑,是被配置於車輛內側的碰撞吸能盒,被安裝於前側構件等。因此,在保險桿橫樑的車輛內側的面中,設有安裝孔等。總而言之,保險桿橫樑即使不被安裝於車輛,也可以判別保險桿橫樑的第1構件或是第2構件的任何的零件是朝向車輛外側被配置。 As described above, in the bumper beam of the present embodiment, the second member 3 is disposed toward the outer side of the vehicle. For example, as shown in Fig. 9, the bumper beam is bent in the longitudinal direction. In this case, the arc outside the curved bumper beam (the second member 3 side in FIG. 9) is disposed toward the outside of the vehicle. Further, the bumper beam is a crash box disposed inside the vehicle, and is attached to a front member or the like. Therefore, a mounting hole or the like is provided in the surface of the bumper beam inside the vehicle. In summary, even if the bumper beam is not attached to the vehicle, it can be determined that any of the first member or the second member of the bumper beam is disposed toward the outside of the vehicle.
第10圖,是顯示縱壁部及中板的接合部分的一例的圖。參照第10圖,在本實施例中,在縱壁部6設置中板4的定位用的段差8也可以。如第10圖所示,段差8的大小,是0.5mm~數mm程度。段差8是0.5mm未滿的話,中板4的定位不易。段差8過大的話,縱壁部6 的剛性因為會變化,所以保險桿橫樑的變形舉動會變化。總而言之,縱壁部6的段差8,是被設在保險桿橫樑的變形舉動不變化的範圍。藉由在縱壁部6設置段差8,中板的設置容易,容易製造保險桿橫樑。 Fig. 10 is a view showing an example of a joint portion between the vertical wall portion and the intermediate plate. Referring to Fig. 10, in the present embodiment, the step 8 for positioning the intermediate plate 4 may be provided in the vertical wall portion 6. As shown in Fig. 10, the size of the step 8 is about 0.5 mm to several mm. When the step 8 is 0.5 mm or less, the positioning of the intermediate plate 4 is not easy. If the step 8 is too large, the vertical wall portion 6 The rigidity of the bumper beam changes as it changes. In short, the step 8 of the vertical wall portion 6 is a range in which the deformation behavior of the bumper beam is not changed. By providing the step 8 in the vertical wall portion 6, the installation of the intermediate plate is easy, and it is easy to manufacture the bumper beam.
在上述的實施例中說明了,保險桿橫樑是由金屬板所構成的情況。金屬板,是例如,鋼板、鋁板、鈦板、鎂板、銅板、鎳板或是這些的合金板、複層金屬板等。 In the above embodiment, the case where the bumper beam is composed of a metal plate has been described. The metal plate is, for example, a steel plate, an aluminum plate, a titanium plate, a magnesium plate, a copper plate, a nickel plate or an alloy plate of these, a multi-layer metal plate, or the like.
將本實施例的保險桿橫樑適用於汽車的情況,第1構件及第2構件,是由拉伸強度為1GPa以上的鋼板所構成較佳。此情況,可以將保險桿橫樑的強度更提高,車體的安全性可進一步提高。 In the case where the bumper beam of the present embodiment is applied to an automobile, the first member and the second member are preferably made of a steel sheet having a tensile strength of 1 GPa or more. In this case, the strength of the bumper beam can be further improved, and the safety of the vehicle body can be further improved.
在上述的實施例中說明了,在車輛的前部具備保險桿橫樑的情況。即,說明了將本實施例的保險桿橫樑適用作為汽車的前保險桿的保險桿橫樑的情況。但是,本實施例的保險桿橫樑不限定於前保險桿的保險桿橫樑。本實施例的保險桿橫樑,是被配置於車輛的後部也可以。即,本實施例的保險桿橫樑,是適用於後保險桿等也可以。其中任一的情況,保險桿橫樑的第2構件皆是朝向車輛的外側被配置。 In the above embodiment, the case where the bumper beam is provided at the front portion of the vehicle has been described. That is, the case where the bumper beam of the present embodiment is applied as the bumper beam of the front bumper of the automobile has been described. However, the bumper beam of the present embodiment is not limited to the bumper beam of the front bumper. The bumper beam of the present embodiment may be disposed at the rear of the vehicle. That is, the bumper beam of the present embodiment may be applied to a rear bumper or the like. In either case, the second member of the bumper beam is disposed toward the outside of the vehicle.
在實施例1中,對於中板4的配置不同的保險桿橫樑進行荷重負荷模擬解析,調查了能量吸收效率。 In the first embodiment, the load beam simulation analysis was performed on the bumper beams having different configurations of the intermediate plates 4, and the energy absorption efficiency was investigated.
第11圖A~第11圖C,是在實施例1所使用的保險桿橫樑的解析模型的剖面圖。第11圖A是顯示本發明例1及本發明例2的模型,第11圖B是顯示比較例1的模型,第11圖C是顯示比較例2的模型。有關於本發明例1的中板4的位置的比d1/h是設成0.16,有關於本發明例2的中板4的位置的比d1/h是設成0.5。在比較例1中假定了未具有中板4的保險桿橫樑。在比較例2中假定了中板4是對於第2構件3垂直配置的保險桿橫樑。 11A to 11C are cross-sectional views showing an analytical model of the bumper beam used in the first embodiment. Fig. 11A is a model showing Example 1 of the present invention and Example 2 of the present invention, FIG. 11B is a model showing Comparative Example 1, and FIG. 11C is a model showing Comparative Example 2. The ratio d1/h of the position of the intermediate plate 4 of the first embodiment of the present invention is set to 0.16, and the ratio d1/h of the position of the intermediate plate 4 of the second embodiment of the present invention is set to 0.5. In Comparative Example 1, a bumper beam without the intermediate plate 4 was assumed. In Comparative Example 2, it is assumed that the intermediate plate 4 is a bumper beam that is vertically disposed with respect to the second member 3.
對於這些的保險桿橫樑的諸尺寸,第1構件2的縱壁部6的寬度W1是設成60mm,天板部5的寬度W2是設成80mm,第2構件3的寬度W3是設成120mm。負荷P是在第2構件3的中央朝向第1構件2負荷。第1構件2、第2構件3及中板4,是假定了拉伸強度為1800MPa、板厚為1.4mm的鋼板。 For the sizes of the bumper beams, the width W1 of the vertical wall portion 6 of the first member 2 is set to 60 mm, the width W2 of the top plate portion 5 is set to 80 mm, and the width W3 of the second member 3 is set to 120 mm. . The load P is loaded toward the first member 2 at the center of the second member 3. The first member 2, the second member 3, and the intermediate plate 4 are steel sheets having a tensile strength of 1800 MPa and a plate thickness of 1.4 mm.
第12圖,是有關於實施例1的各保險桿橫樑的負荷-彎曲曲線。第12圖中,實線是顯示本發明例1的結果,虛線是顯示本發明例2,1點鎖線是顯示比較例1,2點鎖線是顯示比較例2。參照第12圖,在本發明例1及本發明例2中,至彎曲量約38mm為止,縱壁部6未彎曲。在比較例1及比較例2中,在彎曲量到達30mm之前,縱壁部6已彎曲。在本發明例1中最大容許負荷是約73kN,在本發明例2中最大容許負荷是約62kN。在比較例1中最大容許負荷是約45kN,在比較例2中最大容許負荷是約58kN。 Fig. 12 is a load-bending curve of each of the bumper beams of the first embodiment. In Fig. 12, the solid line shows the result of Example 1 of the present invention, and the broken line shows Example 2 of the present invention. The 1-point lock line shows Comparative Example 1, and the 2-point lock line shows Comparative Example 2. Referring to Fig. 12, in the first embodiment of the present invention and the second embodiment of the present invention, the vertical wall portion 6 is not bent until the bending amount is about 38 mm. In Comparative Example 1 and Comparative Example 2, the vertical wall portion 6 was bent before the amount of bending reached 30 mm. In the inventive example 1, the maximum allowable load was about 73 kN, and in the inventive example 2, the maximum allowable load was about 62 kN. In Comparative Example 1, the maximum allowable load was about 45 kN, and in Comparative Example 2, the maximum allowable load was about 58 kN.
依據實施例1的解析結果,將彎曲量是60mm為止的各保險桿橫樑的能量吸收效率算出。將其結果如表1所示。 According to the analysis result of the first embodiment, the energy absorption efficiency of each bumper beam until the bending amount was 60 mm was calculated. The results are shown in Table 1.
本發明例1的能量吸收效率,是0.68kJ/kg,本發明例2的能量吸收效率,是0.56kJ/kg。比較例1的能量吸收效率是0.44kJ/kg,比較例2的能量吸收效率是0.51kJ/kg。 The energy absorption efficiency of Example 1 of the present invention was 0.68 kJ/kg, and the energy absorption efficiency of Example 2 of the present invention was 0.56 kJ/kg. The energy absorption efficiency of Comparative Example 1 was 0.44 kJ/kg, and the energy absorption efficiency of Comparative Example 2 was 0.51 kJ/kg.
在實施例2中,比較了中板4被追加的案例1的保險桿橫樑、及中板4被追加的案例2的保險桿橫樑的最大容許負荷。在實施例2中,引用實施例1中的本發明例2的結果,比較例3及比較例4,是將中板4配置在案例2的保險桿橫樑,與實施例1進行了同樣的荷重負荷模擬解析。 In the second embodiment, the maximum allowable load of the bumper beam of the case 1 in which the intermediate plate 4 is added and the bumper beam of the case 2 to which the intermediate plate 4 is added are compared. In the second embodiment, the results of the second embodiment of the present invention in the first embodiment are cited. In the comparative example 3 and the comparative example 4, the intermediate plate 4 is placed on the bumper beam of the case 2, and the same load as in the first embodiment is performed. Load simulation analysis.
第13圖,是在實施例2所使用的中板4被追加的案例2的保險桿橫樑的剖面圖。參照第13圖,有關 於比較例3的中板4的位置的比d2/h是設成0.33,有關於比較例4的中板4的位置的比d2/h是設成0.5。負荷P,是施加在天板部5的中央。在此,d2是顯示天板部5及中板4之間的間隔。即,間隔d2,是相當於從天板部5至中板4為止的深度。 Fig. 13 is a cross-sectional view showing the bumper beam of the case 2 in which the intermediate plate 4 used in the second embodiment is added. Refer to Figure 13, related The ratio d2/h of the position of the intermediate plate 4 of Comparative Example 3 was set to 0.33, and the ratio d2/h of the position of the intermediate plate 4 of Comparative Example 4 was set to 0.5. The load P is applied to the center of the roof portion 5. Here, d2 is an interval between the ceiling portion 5 and the intermediate plate 4. That is, the interval d2 corresponds to the depth from the ceiling portion 5 to the intermediate plate 4.
第14圖,是有關於實施例2的各保險桿橫樑的負荷-彎曲曲線。為了比較,在實施例1進行的本發明例2的結果也配合顯示於第14圖。第14圖中,實線是顯示本發明例2,1點鎖線是顯示比較例3,2點鎖線是顯示比較例4。參照第14圖,比較例3及比較例4,皆是彎曲量超過約40mm的話,縱壁部6就彎曲。且,比較例3及比較例4的最大容許負荷,皆是約48kN。 Fig. 14 is a load-bending curve of each of the bumper beams of the second embodiment. For comparison, the results of Example 2 of the present invention conducted in Example 1 are also shown in Fig. 14. In Fig. 14, the solid line shows Example 2 of the present invention, the 1-point lock line shows Comparative Example 3, and the 2-point lock line shows Comparative Example 4. Referring to Fig. 14, in Comparative Example 3 and Comparative Example 4, when the amount of bending exceeds about 40 mm, the vertical wall portion 6 is bent. Further, the maximum allowable load of Comparative Example 3 and Comparative Example 4 was about 48 kN.
在實施例3中,將對於在長度方向配置有中板4的領域限定的保險桿橫樑進行了荷重負荷模擬解析,調查天板部中的龜裂的發生的有無。在實施例3中,第1構件2的縱壁部6的寬度W1是設成90mm、天板部5的寬度W2是設成80mm,第2構件3的寬度W3是設成120mm。變更各種第9圖所示的第2實施例的保險桿橫樑1的距離L1,並進行了與實施例1同樣的模擬解析。 In the third embodiment, load beam load simulation analysis is performed on the bumper beam defined in the field in which the intermediate plate 4 is disposed in the longitudinal direction, and the presence or absence of cracks in the roof portion is investigated. In the third embodiment, the width W1 of the vertical wall portion 6 of the first member 2 is set to 90 mm, the width W2 of the roof portion 5 is set to 80 mm, and the width W3 of the second member 3 is set to 120 mm. The distance L1 of the bumper beam 1 of the second embodiment shown in Fig. 9 was changed, and the same simulation analysis as in the first embodiment was performed.
第15圖,是有關於實施例3的各保險桿橫樑的負荷-彎曲曲線。第15圖中,實線是顯示距離L1為0.06×L的保險桿橫樑的結果。虛線是顯示距離L1為 0.2×L的保險桿橫樑的結果。1點鎖線是顯示距離L1為0.5×L的保險桿橫樑的結果。 Fig. 15 is a load-bending curve of each of the bumper beams of the third embodiment. In Fig. 15, the solid line is the result of displaying the bumper beam with a distance L1 of 0.06 x L. The dotted line is the display distance L1 is The result of a 0.2 x L bumper beam. The 1-point lock line is the result of displaying the bumper beam with a distance L1 of 0.5×L.
參照第15圖,在距離L1為0.2×L的保險桿橫樑(虛線)中,彎曲量是約100mm,在天板部發生龜裂。在距離L1為0.5×L的保險桿橫樑(1點鎖線)中,彎曲量是約95mm,在天板部發生龜裂。 Referring to Fig. 15, in the bumper beam (dotted line) having a distance L1 of 0.2 × L, the amount of bending is about 100 mm, and cracking occurs in the roof portion. In the bumper beam (1 point lock line) having a distance L1 of 0.5 × L, the amount of bending is about 95 mm, and cracking occurs in the roof portion.
另一方面,在距離L1為0.06×L的保險桿橫樑(實線)中,在天板部未產生龜裂。 On the other hand, in the bumper beam (solid line) having a distance L1 of 0.06 × L, no crack occurred in the roof portion.
以上,雖說明了本發明的實施例。但是,上述的實施例只是例示本發明實施用。因此,本發明不限定於上述的實施例,在不脫離其宗旨的範圍內可以將上述的實施例適宜地變更實施。 The embodiments of the present invention have been described above. However, the above-described embodiments are merely illustrative of the practice of the invention. Therefore, the present invention is not limited to the above-described embodiments, and the above-described embodiments can be appropriately modified and implemented without departing from the spirit and scope of the invention.
1‧‧‧保險桿橫樑 1‧‧‧ bumper beam
2‧‧‧第1構件 2‧‧‧1st component
3‧‧‧第2構件 3‧‧‧2nd member
4‧‧‧中板 4‧‧‧ Medium board
4a‧‧‧端部 4a‧‧‧End
4b‧‧‧端部 4b‧‧‧End
5‧‧‧天板部 5‧‧‧Surface Department
5a‧‧‧兩側部 5a‧‧‧ both sides
5b‧‧‧兩側部 5b‧‧‧ both sides
6‧‧‧縱壁部 6‧‧‧ vertical wall
6a‧‧‧縱壁部 6a‧‧‧ vertical wall
6b‧‧‧縱壁部 6b‧‧‧ vertical wall
7a‧‧‧凸緣部 7a‧‧‧Flange
7b‧‧‧凸緣部 7b‧‧‧Flange
10‧‧‧保險桿 10‧‧‧ bumper
Claims (15)
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JP2015009105 | 2015-01-21 |
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TWI609803B true TWI609803B (en) | 2018-01-01 |
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TW105101740A TWI609803B (en) | 2015-01-21 | 2016-01-20 | Bumper beam and vehicle for vehicles |
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US (1) | US10259410B2 (en) |
EP (1) | EP3248845A4 (en) |
JP (1) | JP6402781B2 (en) |
KR (1) | KR101965091B1 (en) |
CN (1) | CN107206951B (en) |
BR (1) | BR112017014184A2 (en) |
CA (1) | CA2974327C (en) |
MX (1) | MX2017009446A (en) |
RU (1) | RU2674366C1 (en) |
TW (1) | TWI609803B (en) |
WO (1) | WO2016117335A1 (en) |
Families Citing this family (11)
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CA2990571C (en) * | 2015-07-08 | 2019-09-24 | Nippon Steel & Sumitomo Metal Corporation | Bumper reinforcement and vehicle including the same |
KR102127301B1 (en) | 2017-03-23 | 2020-06-26 | 닛폰세이테츠 가부시키가이샤 | Bumper beam |
EP3670272B1 (en) * | 2017-08-15 | 2022-03-02 | Nippon Steel Corporation | Bumper beam and vehicle |
DE102017123325B4 (en) * | 2017-10-09 | 2024-09-12 | Kirchhoff Automotive Deutschland Gmbh | Bumper cross member |
KR20200018275A (en) * | 2018-08-10 | 2020-02-19 | 롬엔드하스전자재료코리아유한회사 | Organic electroluminescent compound and organic electroluminescent device comprising the same |
WO2020053626A1 (en) | 2018-09-12 | 2020-03-19 | Arcelormittal | Bumper beam having steel reinforcement |
KR102342441B1 (en) * | 2019-08-05 | 2021-12-22 | 부산대학교 산학협력단 | Electrochromic material, manufacturing method thereof, and method for manufacturing electrochromic device comprising the same |
CN113268814B (en) * | 2021-06-18 | 2022-05-17 | 中国第一汽车股份有限公司 | Design method for surface rigidity of bumper assembly |
KR20240120255A (en) | 2023-01-31 | 2024-08-07 | 동원금속 (주) | Beam frame to make a bumper back beam for vehicles |
WO2024210053A1 (en) * | 2023-04-03 | 2024-10-10 | 日本製鉄株式会社 | Bumper beam |
WO2024210056A1 (en) * | 2023-04-03 | 2024-10-10 | 日本製鉄株式会社 | Bumper beam |
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- 2016-01-19 KR KR1020177022798A patent/KR101965091B1/en active IP Right Grant
- 2016-01-19 BR BR112017014184A patent/BR112017014184A2/en not_active Application Discontinuation
- 2016-01-19 US US15/543,313 patent/US10259410B2/en active Active
- 2016-01-19 JP JP2016570551A patent/JP6402781B2/en active Active
- 2016-01-19 CN CN201680006411.9A patent/CN107206951B/en active Active
- 2016-01-19 RU RU2017129254A patent/RU2674366C1/en not_active IP Right Cessation
- 2016-01-19 WO PCT/JP2016/000257 patent/WO2016117335A1/en active Application Filing
- 2016-01-19 CA CA2974327A patent/CA2974327C/en not_active Expired - Fee Related
- 2016-01-19 EP EP16739944.3A patent/EP3248845A4/en active Pending
- 2016-01-19 MX MX2017009446A patent/MX2017009446A/en unknown
- 2016-01-20 TW TW105101740A patent/TWI609803B/en not_active IP Right Cessation
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Also Published As
Publication number | Publication date |
---|---|
CA2974327A1 (en) | 2016-07-28 |
CA2974327C (en) | 2019-06-18 |
KR20170105081A (en) | 2017-09-18 |
BR112017014184A2 (en) | 2018-01-09 |
CN107206951A (en) | 2017-09-26 |
WO2016117335A1 (en) | 2016-07-28 |
JP6402781B2 (en) | 2018-10-10 |
US10259410B2 (en) | 2019-04-16 |
US20180001853A1 (en) | 2018-01-04 |
JPWO2016117335A1 (en) | 2017-09-28 |
TW201641326A (en) | 2016-12-01 |
MX2017009446A (en) | 2017-11-08 |
KR101965091B1 (en) | 2019-04-02 |
EP3248845A1 (en) | 2017-11-29 |
CN107206951B (en) | 2020-08-21 |
EP3248845A4 (en) | 2018-06-13 |
RU2674366C1 (en) | 2018-12-07 |
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